Black Mountain

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.

1. System Information

Contact Information

Incomplete

Water System Name: Black Mountain   PWSID: 01-11-020
Mailing Address:160 Midland Ave
Black Mountain, NC 28711		Ownership:Municipality
 
Contact Person:Jorden BrownTitle:Water Quality Operator
Phone:828-713-098 Cell/Mobile:828-713-0988
 
Secondary Contact:Bobby Cavenaugh Phone:--
Mailing Address:
, NC 		Cell/Mobile:828-713-0988
Distribution System
Line Type Size Range (Inches) Estimated % of lines
Asbestos Cement 6-10 12.00 %
Cast Iron 4-8 13.00 %
Ductile Iron 4-12 5.00 %
Galvanized Iron 3/4-2 30.00 %
Polyvinyl Chloride 2-6 40.00 %
What are the estimated total miles of distribution system lines?   58 Miles
How many feet of distribution lines were replaced during 2002?   0 Feet
How many feet of new water mains were added during 2002?   0 Feet
How many meters were replaced in 2002?   150
How old are the oldest meters in this system?   40 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services?   15
What is this system's finished water storage capacity?   1.3000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included.   Yes
Programs
Does this system have a program to work or flush hydrants?   Yes, 2-6 Months
Does this system have a valve exercise program?   Yes, Annually
Does this system have a cross-connection program?   No
Does this system have a program to replace meters?   Yes
Does this system have a plumbing retrofit program?   No
Does this system have an active water conservation public education program?   Yes
Does this system have a leak detection program?   Yes
Water Conservation
What type of rate structure is used?   Flat
How much reclaimed water does this system use?   0.0000 MGD   For how many connections?   0
Does this system have an interconnection with another system capable of providing water in an emergency?   Yes

2. Water Use Information

Service Area
Sub-Basin(s)% of Service Population
French Broad River (05-2)0 %
County(s)% of Service Population
Buncombe0 %
What was the year-round population served in 2002?   7,596
What was the seasonal population and months served in 2002? (if applicable)   9,148 ( May Jun Jul Aug )
Has this system acquired another system since last report?   
Water Use by Type
Type of Use Metered
Connections		 Metered
Average Use (MGD)		 Non-Metered
Connections		 Non-Metered
Estimated Use (MGD)
Residential 2,595 0.4580 0 0.0000
Commercial 323 0.0790 0 0.0000
Industrial 0 0.0000 0 0.0000
Institutional 0 0.0000 0 0.0000

How much water was used for system processes (backwash, line cleaning, flushing, etc.)?   0.0000 MGD

Will work to identify and reduce unaccounted-for water to 20 percent.

Water Sales
Purchaser PWSID Average
Daily Sold
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Town of Montreat 01-11-484 0.1050 92 0.0500 6 Emergency

3. Water Supply Sources

Monthly Withdrawals & Purchases
Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)		 Average Daily
Use (MGD)		 Max Day
Use (MGD)
Jan 0.4500 0.5260 May 0.6570 0.7630 Sep 0.5550 0.6730
Feb 0.4360 0.5330 Jun 0.6630 0.7400 Oct 0.4510 0.5510
Mar 0.4610 0.5860 Jul 0.6730 0.7580 Nov 0.4900 0.5650
Apr 0.4820 0.5600 Aug 0.7000 0.7190 Dec 0.5120 0.5640

Ground Water Sources
Name or Number Average Daily Withdrawal (MGD) Max Day Withdrawal (MGD) 12-Hour Supply
(MGD)		 CUA Reduction Year Offline Use Type
MGD Days Used
1 0.0190 365 0.000 0.0190 Regular
10 0.0510 365 0.000 0.0250 Regular
11 0.0440 365 0.000 0.0200 Regular
13 0.0380 365 0.000 0.0180 Regular
16 0.0410 365 0.000 0.0210 Regular
17 0.1130 365 0.000 0.0920 Regular
18 0.0450 365 0.000 0.0190 Regular
19 0.0550 365 0.000 0.0330 Regular
20 0.0200 365 0.000 0.0100 Regular
23 0.0320 365 0.000 0.0160 Regular
3 0.0760 365 0.000 0.0350 Regular
4 0.0790 365 0.000 0.0340 Regular
5 0.0630 365 0.000 0.0370 Regular
6 0.0170 365 0.000 0.0170 Regular
Ground Water Sources (continued)
Name or Number Well Depth (Feet) Casing Depth
(Feet)		 Screen Depth (Feet) Well Diameter (Inches) Pump Intake Depth (Feet) Metered?
Top Bottom
1 505 0 0 0 6 0 Yes
10 505 0 0 0 6 0 Yes
11 505 0 0 0 6 0 Yes
13 505 0 0 0 6 0 Yes
16 505 0 0 0 6 0 Yes
17 505 0 0 0 6 0 Yes
18 505 0 0 0 6 0 Yes
19 505 0 0 0 6 0 Yes
20 505 0 0 0 6 0 Yes
23 505 0 0 0 6 0 Yes
3 505 0 0 0 6 0 Yes
4 505 0 0 0 6 0 Yes
5 505 0 0 0 7 0 Yes
6 505 0 0 0 6 0 Yes
Are ground water levels monitored?   No, None
Does this system have a wellhead protection program?   Yes
Water Purchases From Other Systems
Seller PWSID Average
Daily Purchased
(MGD)		 Days
Used		 Contract Required to
comply with water
use restrictions?		 Pipe Size(s)
(Inches)		 Use
Type
MGD Expiration Recurring
Asheville 01-11-010 0.1800 275 0.3210 6 Regular
Montreat 01-11-484 0.0500 9 0.0000 6 Emergency

Contract assumed to be continuing and do not have an expiration date.

4. Wastewater Information

Monthly Discharges
Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)		 Average Daily
Discharge (MGD)
Jan 0.0000 May 0.0000 Sep 0.0000
Feb 0.0000 Jun 0.0000 Oct 0.0000
Mar 0.0000 Jul 0.0000 Nov 0.0000
Apr 0.0000 Aug 0.0000 Dec 0.0000

How many sewer connections does this system have?   0
How many water service connections with septic systems does this system have?   0
Are there plans to build or expand wastewater treatment facilities in the next 10 years?   No

5. Planning

Projections
  2002 2010 2020 2030
Year-Round Population 7,596 7,800 7,800 8,000
Seasonal Population 9,148 9,800 9,800 10,000
 
Residential 0.4580 0.5590 0.5590 0.6080
Commercial 0.0790 0.1410 0.1640 0.1690
Industrial 0.0000 0.0000 0.0000 0.0000
Institutional 0.0000 0.0000 0.0000 0.0000
System Process 0.0000 0.0000 0.0000 0.0000
Unaccounted-for 0.2663 0.2500 0.2800 0.3000
Future Supply Sources
Source Name PWSID Source Type Additional Supply Year Online Year Offline Type
City of Asheville 01-11-010 Purchase 0.2000 2010 Regular

Need to have a specific plan for additional water supply (about 0.500 mgd) in addition to the 0.200 mgd based on projected population served.

Demand v/s Percent of Supply
  2002 2010 2020 2030
Surface Water Supply 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 0.3960 0.3960 0.3960 0.3960
Purchases 0.3210 0.3210 0.3210 0.3210
Future Supplies 0.2000 0.2000 0.2000
Total Available Supply (MGD) 0.7170 0.9170 0.9170 0.9170
Service Area Demand 0.8033 0.9500 1.0030 1.0770
Sales 0.0265 0.1050 0.1050 0.1050
Future Sales 0.0000 0.0000 0.0000
Total Demand (MGD) 0.8298 1.0550 1.1080 1.1820
Demand as Percent of Supply 116% 115% 121% 129%

The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per capita water demand based on a methodology that produces different results may submit their information in the notes field.

Your long-term water demand is 60 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these practices are covered elsewhere in your plan, indicate where the practices are discussed here.    

Are there other demand management practices you will implement to reduce your future supply needs?   

What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?   

How does the water system intend to implement the demand management and supply planning components above?   

Ares demand reported to exceed demand in 2002 and projected to continue to exceed supply. Need to have a specific plan for additional water supply (about 0.500 mgd)in addition to the 0.200 mgd based on projected population served.

Additional Information

Has this system participated in regional water supply or water use planning?  Yes

What major water supply reports or studies were used for planning?  

Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment, etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial, permitting, and compliance issues:   

The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the water system and/or DWR.